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ASCE Wind Loads SESSION 5 EXAMPLE HIGH-RISE BUILDING Session 4.

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Presentation on theme: "ASCE Wind Loads SESSION 5 EXAMPLE HIGH-RISE BUILDING Session 4."— Presentation transcript:

1 ASCE Wind Loads SESSION 5 EXAMPLE HIGH-RISE BUILDING Session 4

2 ASCE Wind Loads

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7 GUST EFFECT FACTOR (HIGH-RISE EXAMPLE SHOWING SENSITIVITY) = 0.01 (1%) V = 115 mph H(ft)n 1 (cps)G(1)G(2) 500.1801.0871.137 450.2001.0561.110 400.2251.0251.081 350.257.9921.051 300.300.9591.018 250.360.927.983 200.450.896.947 150.600.868.910 100.900.845.877 (1)B = 160 ft L = 80 ft (2)B = 80 ft L = 160 ft (3)B = 160 ft L = 80 ft H = 500 ft V(mph)G(3) 901.087 1001.138 1101.189 1201.241 1301.291 1401.341

8 ASCE Wind Loads

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13 Fig 27.4-1 P 206-207

14 ASCE Wind Loads Fig 27.4-1 P 206-207

15 ASCE Wind Loads

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